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<br />
<br />
<br />BASIS OF HORIZONTAL CONTROL' THE
<br />COLO.~AOO STATE PLANE COORDINATE
<br />SYSn M,' CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC 8 GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USE 0'
<br />
<br />NAME
<br />CATHERINE
<br />
<br />USC 8 GS
<br />THE
<br />
<br />COORDINATES
<br />X = 1,516,508.42
<br />Y= 581,255.78
<br />X = 1,231,566.60
<br />Y = 523,643.10
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />OROER
<br />2nd
<br />
<br />3rd
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />GNAT
<br />
<br />NAME
<br />0-156
<br />4870.74 PS
<br />
<br />N
<br />E
<br />
<br />420,000
<br />
<br />/
<br />N
<br />i
<br />
<br />il
<br />
<br />419,000
<br />
<br />1,418,000
<br />
<br />-,
<br />I
<br />
<br />,417,000
<br />
<br />"
<br />
<br />!
<br />35
<br />r
<br />
<br />
<br />,416,000
<br />
<br />583
<br />N 634.105
<br />E 1."1(,,215
<br />
<br /> LEGEND
<br />[::. HORIZ. CONTROL
<br />0 ..YERTICAL CONTROL
<br />X BENCHMARK
<br />~22 PHOTO CENTER
<br /> GRID POINT
<br /> CROSS SECTION
<br /> POLE
<br /> FENCE
<br /> TREE
<br /> BRUSH or SCRU8
<br /> FOUNDATION or RUINS
<br /> SEC TI ON LI NE
<br /> FOUNO SECTION COR NE R
<br />
<br />SECTION CORNER
<br />
<br />SECT "~N LINE
<br />
<br />PREPARED 8Y'
<br />ANALYTICAL SURVEYS, INC.
<br />4167 SINTON ROAD
<br />COLORAOO SPRINGS, CO.
<br />303 - 593-0093
<br />
<br />400
<br />
<br />COMPILATION 8Y PHOTOGRAMMETRIC
<br />FROM 6" C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16,617.
<br />
<br />80907
<br />
<br />FEET
<br />200
<br />
<br />THIS MAP COMPLIES WITH
<br />ACCURACY STANOAROS
<br />
<br />IN
<br />
<br />UNFOUND
<br />
<br />APPRO".
<br />
<br />SCALE
<br />o
<br />
<br />o
<br />
<br />~ J'
<br />, ,
<br />... --..I
<br />
<br />-,-
<br />I
<br />
<br />+
<br />
<br />200
<br />
<br />o
<br />o
<br />o
<br />on
<br />'"
<br />10
<br />Z
<br />
<br />/1: ~
<br />i U
<br />
<br />/
<br />
<br />606
<br />N 634,785
<br />E 1,4'9,333
<br />
<br />. _~~?~--=,,d.
<br />
<br />.
<br />
<br />t--
<br />
<br />585
<br />N 634,675
<br />E 1.4IS,715
<br />
<br />585
<br />N 634,004
<br />E 1,418,884
<br />)7\,6 Sf
<br />~54
<br />X
<br />
<br />584
<br />N 634,392
<br />E 1,417,608
<br />
<br />583
<br />N 633,054
<br />E 1.416,460
<br />
<br />
<br />GARFIELD a MESA COUNTIES. COLORADO
<br />
<br />OECEMIIER, 11112
<br />JUL-*,
<br />
<br />FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD PLAI N STUDY
<br />DEPARTMENT OF THE ARMY
<br />SAClWIooo OlIlRlt'I, CDRI'S Of ENGINEERS
<br />150 CAPITOl MAlL
<br />SACllAMfHIo, CAlIfORNIA 15814-1714
<br />PREPARED fOR
<br />
<br />IIOARO
<br />
<br />IN CooPEIIATlON WITH
<br />COLORADO WA TEll CONSERVATION
<br />DE NV Ell, eOL-OIIADO
<br />
<br />CONTOUR INTERVAL-
<br />
<br />o
<br />o
<br />o
<br />'"
<br />'"
<br />10
<br />Z
<br />
<br />8
<br />
<br />c-
<br />
<br />3,562
<br />20,6~2
<br />
<br />607
<br />N 632,927
<br />E 1,420.894
<br />
<br />
<br />,421.000
<br />
<br />606
<br />N 633,004
<br />E 1,419.569
<br />
<br />587
<br />N 63~,978
<br />C 11419.614
<br />
<br />589
<br />N 632,665
<br />E 1,420,012
<br />
<br />590
<br />N 632,499
<br />E 1,419,939
<br />
<br />7'/
<br />
<br />W~90
<br />o
<br />588
<br />N 632,437
<br />j E 1,4,9,691
<br />589
<br />N 632,402
<br />E 1,419.7.8
<br />
<br />590
<br />N 632,375
<br />E 1,4111,759
<br />
<br />C-l8ol-TOP
<br />
<br />586
<br />N 633,325
<br />E 1,419,270
<br />
<br />L
<br />I
<br />
<br />----- 4,J
<br />~9'iO-'
<br />
<br />586
<br />N 633,079
<br />E 1,418,840
<br />
<br />584
<br />N 632,319
<br />E 1,4'8.063
<br />
<br />
<br />---- ----
<br />
<br />553
<br />N 631,951
<br />E 1,417,124
<br />
<br />,
<br />I
<br />
<br />7-----
<br />
<br />8.~
<br />11'16
<br />j
<br />
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